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Analytical solution for flexural-torsional responses of roadway bridges under heavy vehicle’s moving

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成果类型:
期刊论文
作者:
Haijun Chen;Yong Cai*;Zong Lai Peng;Yipei Zeng;Xiaoyong Lv;...
通讯作者:
Yong Cai
作者机构:
[Haijun Chen; Yong Cai; Laifu Zhang] School of Civil Engineering, Central South University, Changsha 410075, China
[Zong Lai Peng; Yipei Zeng] China Construction Fifth Bureau Installation Engineering Co., LTD, China
[Xiaoyong Lv] School of Civil Engineering, Central South University of Forestry and Technology, Changsha 410004, China
通讯机构:
[Yong Cai] S
School of Civil Engineering, Central South University, Changsha 410075, China
语种:
英文
期刊:
Structures
ISSN:
2352-0124
年:
2025
卷:
77
页码:
109109
基金类别:
CRediT authorship contribution statement Peng Zong Lai: Conceptualization. Zhang Laifu: Resources, Software. Zeng Yipei: Validation. Chen Haijun: Writing – original draft, Visualization, Methodology, Investigation. Cai Yong: acquisition, Formal analysis, Data curation, Conceptualization. Lv Xiaoyong: Writing – review & editing, Validation, Supervision, Software.
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
Structural assessment of roadway bridges is great of importance due to the advanced development of transportation and heavier moving vehicles. In this study, improved closed-form solutions for the vibration behavior of thin-walled beams subjected to the motion of a heavy vehicle are proposed. Initially, the developed governing coupled differential equations of thin-walled beam motions are established for vertical, lateral and torsional directions rooted in the Vlasov and Euler-Bernoulli theories of beams. In practice, a moving vehicle crossing a bridge can also produce harmonic vertical and la...

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